Open Access
Research Paper
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Paper Title

Effect of partial replacement of coarse aggregates in concrete by waste tyre rubber aggregates in rigid pavements

Article Identifiers

Registration ID: IJNRD_182189

Published ID: IJNRD2207122

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Keywords

Waste tyre rubber, Coarse aggregate, Rigid pavements, Aggregate.

Abstract

Abstract : The excessive reliance on natural aggregate in concrete production poses a severe environmental threat. The buildup and disposal of waste tyres poses a possible environmental issue. The goal of this study was to see if modified waste rubber tyre aggregate could be used in concrete manufacturing. To achieve the best results, the rubber aggregates are surface treated with NaOH solution and cement paste before being used in concrete. The concrete is of M20 quality. Coarse aggregate was replaced with modified waste tyre rubber at 0%, 5%, 10%, and 15% by volume of coarse aggregate, respectively. The slump, compacting factor, density, compressive, split tensile, and flexure strength of fresh and hardened concrete were investigated. This compressive strength is sufficient for treated rubberized concrete to be used in a variety of applications where compressive strength is not critical, such as flooring and concrete road pavements. The flexural and split tensile strength of rubber aggregates is found to be higher than that of standard concrete, but only when they are treated before use. Workability has suffered. It has more flexibility and is lighter than regular concrete due to the reduced unit weight of the rubber particles. These improved qualities make this concrete suitable for use in flexible slabs and light weight concretes. Significant compressive strength, increased flexural and split tensile strength, light weight, increased impact and toughness resistance.

How To Cite (APA)

Shahbaz Bashir & Ajay Bhukal (July-2022). Effect of partial replacement of coarse aggregates in concrete by waste tyre rubber aggregates in rigid pavements . INTERNATIONAL JOURNAL OF NOVEL RESEARCH AND DEVELOPMENT, 7(7), 1044-1060. https://ijnrd.org/papers/IJNRD2207122.pdf

Issue

Other Publication Details

Paper Reg. ID: IJNRD_182189

Published Paper Id: IJNRD2207122

Downloads: 000122254

Research Area: Civil Engineering 

Author Type: Indian Author

Country: Kulgam, J&K, India

Published Paper PDF: https://ijnrd.org/papers/IJNRD2207122.pdf

Published Paper URL: https://ijnrd.org/viewpaperforall?paper=IJNRD2207122

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Journal Name: INTERNATIONAL JOURNAL OF NOVEL RESEARCH AND DEVELOPMENT(IJNRD)

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Call For Paper - Volume 10 | Issue 12 | December 2025

IJNRD is a Scholarly Open Access, Peer-Reviewed, Refereed, and UGC CARE Journal Publication with a High Impact Factor of 8.76 (calculated by Google Scholar & Semantic Scholar | AI-Powered Research Tool). It is a Multidisciplinary, Monthly, Low-Cost, and Transparent Peer Review Journal Publication that adheres to the UGC CARE 2025 Peer-Reviewed Journal Policy and aligns with Scopus Journal Publication standards to ensure the highest level of research quality and credibility.

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Paper Submission Open For: December 2025

Current Issue: Volume 10 | Issue 12 | December 2025

Impact Factor: 8.76

Last Date for Paper Submission: Till 31-Dec-2025

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Frequency: Monthly (12 issue Annually).

Journal Type: IJNRD is an International Peer-reviewed, Refereed, and Open Access Journal with Transparent Peer Review as per the new UGC CARE 2025 guidelines, offering low-cost multidisciplinary publication with Crossref DOI and global indexing.

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